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HomeMy WebLinkAbout0163 SEVENTH AVENUE (HYANNIS) - Health 163 SEVENTH AVE. - HYANNIS A = 249 049 i e f COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS b d DEPARTMENT OF ENVIRONMENTAL PROTECTION �a , TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 163 7TH Avenue,Hyannis Port,MA ^ �� CL\ Owner's Name: Yury Specktorov d '1 Owner's Address: 10 Farrar Street,Apt 705,Lynn,Ma 01902 f Date of Inspection: 12/13/2007 Name of Inspector:Reid C.Ellis Company Name: Ellis Brothers Const.Co. Mailing Address:23 Enterprise Road Yarmouth Port,MA 02675 Telephone Number: 508-362-6237 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I; m a DEP approved system inspector pursuant to ection 15.340 of Title 5(310 CMR 15.000). The system Passes ? �' Conditionally Passes = '' C-) Needs Further Evaluation by the Local Approving Authority Failst Inspector's Signature: `2 Date: cn ,rZ The system inspector shall submit a copy of this inspection report to the Approving Authority zloo fHealWor DEP)within 30 days of completing this inspection.If the system is a shared system or has a dw of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. �1 3 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 163 7`"Avenue,Hyannis Port,MA Owner: Yury Spektorov Date of Inspection: 12/13/2007 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: �^ 1 /0I have not four any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: O One or more system components as described' the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacen ent or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old* r the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank approved by the Board of Health. *A metal septic tank will pass inspection if it is structt y sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is ava able. ND explain: Observation of sewage backup or break out or 'gh static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or unevei i distribution box.System will pass inspection if(with approval of Board of Health): broken pipe(s) replaced obstruction is ren oved distribution box i leveled or replaced ND explain: The system required pumping more than 4 tim s a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Heal ): broken pipe(s)are replaced obstruction is remi ived ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 163 7`b Avenue,Hyannis Port,MA Owner: Yury Spektorov Date of Inspection: 12/13/2007 C. Further Evaluation is Required by the Board of/H!� lth: Conditions exist which require further evaluation b the Board of Health in order to determine if the system is failing to protect public health,safety or the environmen. 1. System will pass unless Board of Health determi ies in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a borderi ng vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and ublic Water Supplier,if any)determines that the system is functioning in a manner that protects the V tiblic health,safety and environment: _ The system has a septic tank and soil absorpti system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the AS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the AS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the AS is less than 100 feet but 50 feet or more from a private water supply well**.Method used to dete a distance **This system passes if the well water analysis,pe ormed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates tl Lat the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrog n is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis i nust be attached to this form. 3. Other: f 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 163 7 h Avenue,Hyannis Port,MA Owner: Yury Specktorov Date of Inspection: 12/13/2007 D. System Failure Criteria applicable to all systems: You must'indicate"yes"or"no"to each of the following for all inspections: Yes Ps ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ischarge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or logged SAS or cesspool 'c liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or sspool uid depth in cesspool is less than 6"below invert or available volume is less %z day flow Vi�e w d pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number times pumped _ y portion of the SAS,cesspool or privy is below high ground water elevation. y portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface w er supply. _ portion of a cesspool or privy is within a Zone 1 of a public well. y portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] 1 V (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: � Y To be considered a large system the system must erve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or`no"to each of the following: (The following criteria apply to large systems in add lion to the criteria above) yes no _ — the system is within 400 feet of a surface d rinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitiv area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Sectil E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Y 1i Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 163 70 Avenue,Hyannis Port,MA Owner: Yury Specktorov Date of Inspection: 12132007 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No ping information was provided by the owner,occupant,or Board of Health Vere any of the system components pumped out in the previous two weeks x4as the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) V Was the facility or dwelling inspected for signs of sewage back up . Was the site inspected for signs of break out _ Were all system components,excluding the SAS, located on site? V — Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the—baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? E Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System(SAS)on the site has been determined based on: .no Ye7 Existing information.For example,a plan at the Board of Health. Y_ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) 310 CMR 15.30 3 P ) 2 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 163 7'h Avenue,Hyannis Port,MA Owner: Yury Specktorov Date of Inspection: 12/13/2007 FLOW CONDITIONS RESIDENTIAL , Number of bedrooms(design): � Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: �10 d x#of bedrooms): Number of current residents: i4 7� _-rr Does residence have a garbage grinder(yes or no):/b� Is laundry on a separate sewage system(yeyor no}V'[if yes separate inspection required] Laundry system inspected(yes or no): J Seasonal use:(yes or no): Water meter readings,if a fable last 2 ears e d /� t y � tgp )): Sump pump(yes or no): e r Last date of occupancy:/Z:'>/ r> COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CUR 15.203): gpd Basis of design flow(seats/persons/sgtetc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):i Non-sanitary waste discharged to the Title 5 system(y s or no):_ Water meter readings,if available: Last date of occupancy/use: 4 ° 3 OTHER(describe): / ff T x GENERAL INFORMATION Pumping Records / Source of information: Was system pumped as part of a inspection(yes or no): r; If yes,volume pumped: allons,—How was gyytity pumped determined?. Reason for purnpthg TY OF SYSTEM s ss_�� Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be" obtained from system owner) Ti t tank Attach a copy of the DEP approval Other(describe): ` t Approximate age of all components,date installed(if known)and source of info T tion ° Were sewage odors detected when arriving at the site(yes or no): 410 s Page 7 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 163 7te Avenue, Hyannis Port,Ma Owner:Yury Specktorov Date of Inspection: 12/13/2007 BUILDING SEWER(locate on site plan) Depth below grade: OI// Materials of construction: cast iron 1/4o PVC_other(explain): Distance from private water supply well or suction line.- Comments(on condition of joints,,venting,evidence of leakage,etc.): I d SEPTIC TANKovate on site plan) / Depth below grade:l2 f`, / V Material of construction: concrete metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: d9 Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 19 Distance from top of scum to top of outlet tee or baffle: 0 Distance from bottom of scum to bottom of outle tee or baffle: How were dimensions determined: ;/e,, Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as relate to outl t invert, vi ence of eakage,etc.): • . - 4 4. i GREASE TRAP: (locate on site plan) — P ) Depth below grade:_ Material of construction:_concrete metal_fib ass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee o baffle: Date of last pumping: Comments(on pumping recommendations,inlet and ou tlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 163 7`h Avenue, Hyannis port,MA Owner: Yury Spectorov Date of Inspection: 12/13/2007 TIGHT or HOLDING TANK: (tank must be ped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal j fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes ol no): Date of last pumping: Comments(condition of alarm and float switches, P P )� plan) /� DISTRIBUTION BOX:*if resent must be o ened ovate on site lan 1� Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakr into or out of box,etc.): /j. _n f�I /f1 P) PUMP CHAMBER (locate on site plan) j ,/ Pumps in working order(yes or no): Alarms in working order(yes or no): jj Comments(note condition of p p c amber,cqnditiowf pumps and appurtenances.,etc.). Ao 8 e Page 9 of i l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 163 7`s Avenue,Hyannis Port,MA Owner: Yury Specktorov Date of Inspection: 12/13/2007 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type eaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer. Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic I hilure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Title 5 Inspection Form 6/15/2000 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 163 7te Avenue,Hyannis Port,MA Owner: Yury Spectorov Date of Inspection: 12/13/2007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. POM C� At ''11 kvr�, W 6 At,/ 'I-vq A OV-1 14 94W h4 k s 10 T Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 163 7'h Avenue,Hyannis Port,MA Owner: Yury Spektorov Date of Inspection: 12/13/2007 SITE EXAM Slope Surface waterj ._ Check cellar Shallow wells e Estimated depth to ground water i7> feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: J Observed site(abutting property/observation hole within 150 feet of SAS) hecked with local Board of Health-explain: Checked with local excavators,installers-(atta o ungentation) Accessed USGS database-explain: � y You must describe how you established the high ground water elevation: ���.4 9 11 -TOWN OF BARNSTABLE I/OCATION I (03 7 4 v egi k!e qnn of /d4SEWAGE# TILLAGE 1y4Hh#S ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. I hS�rGt►�-► /_`/{ 6��D�cr SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER VL4rJ PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY J Z ' 19 ` 2-007 1 � ZL a rt TOWN OF BARNSTABLE E 1.6)CATION 16-3 SEWAGE #1. VILLAGE ASSESSOR'S MAP & LOT l� T INSTALLER'S NAME & PHONE NO. jCL/�' &&5 .60A.)g l �O�?-3 69-4,237 SEPTIC TANK CAPACITY �a a LEACHING FACILITY:(type) � FAOa-1J�'FjVS0m_'5(size) lIX 36X fi-x- NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER (3UC.,, BUILDER O OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED• G-2'7- z00! VARIANCE GRANTED: Yes No wN =00 � P 1 Fee t/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(ppfication for 30igoml *pftem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( -_)Abandon( ) ❑Complete System ❑Individual Components Loc�cion�gddress or Lot No. 1 +- Owner's dame,Address and Tel.No. ,�hl 'A �, �l V• r'�t��AtN�l j t s s Assessor's Map/Parcel -Z q 0/ ` 1 Installer's Name,Address,and Tel.No. �. Designer's Name,Address and Tel.No. zj.-82— A44W At� Type of Building: Dwelling No.of Bedrooms 3 Lot SizeTsq. ft. Garbage Grinder( v Other Type of Building No. ersons Showers( ) Cafeteria( ) Other Fixtures Design Flow " -ga nons per da al lated daily flow 33 0 gallons. Plan Date ' d'P Number of sheets ` Revision Date Title Size of Septic Tank Type of .A.S. ,. Description of Soil C= N Nature of Repairs or Alterations PAnsw when applicable) 614 to 6,v Date last inspected: Agreement: The undersigned agrees to ensure the onstruction and maintenancebf the afore described on-site sewage disposal system in accordance with the provisions of Tit 5 f the Environm tal of to place the system in operation until a Certifi- cate of Compliance has been issued d of Signed Date Application Approved by Date Application Disapproved for the following reasons Permit Nor,;,-"s .�,T Date Issued / / 1 4 .., rQ. .�_- NLj// �J ` . Fee ', ✓ V ool THE COMMONVIfELTH OF MASS !EHUSE rt S Entered in computer: � Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS pplication for �Dioonl *proem Con!5truction Permit } Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System 0 Individual Components Location Address or Lot No. Owner's.Name,Address and Tel.No. ' . .> �f4 A v l-4 Iry s, : j >1 , C I'--`4, X.c% i s Assessor's Map/Parcel Z q G—o-/J Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. `k.. Type of Building: Dwelling No.of Bedrooms • I Lot Size I) sq.ft. Garbage Grinder( ) Other Type of Building, No. o Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 X g ns per da��al l ulated daily flow gallons. Plan Date ZZ -" Number of sheets Revision Date Title J Size of Septic Tank Type o S.A.S. Description of Soil Nature of Repairs or Alteration Answer when applicable) ✓ i J 7;Q i'✓ r Date last inspected: Agreement: The undersigned agrees to ensure t construction and maintenanc6 of the afore described on-site sewage disposal system in accordance with the provisions of T e 5 of the Environ ntal not,to place the system in operation until a Certifi- cate of Compliance has been issue y 's -and of�HeL� Signed Date o Application Approved b ��'; Date Application Disapproved for the following reasons Permit NVZ'",Oe,1^' `' Date Issued .'. `' 1 --- —————————————— ———————— — THE COMMONWEALTH OF MASSACHUSETTS- BARNSTABLE, MASSACHUSETTS Certificate of Compliarpce THIS IS TO CEF'IFY, that the site Se�wg `,pisposal System Constructed( )Repaired ( )Upgraded( ) t Abandoned( )by 'L�""' , d ` t at Q:'J` i A n3 /�o 3 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nc '' $' ldated_ ° Installer C L f ? �� s �" 2 J Designer Q V _ '2 A The issuance of this pe 't shall not be construed as a guarantee that the system 'l function d. Date �dL j Inspector - = No.�.�' �i"�/.�1 zp�_, Fee-5 THE COMMONWEALTH OF MASSACHUSETTS r % PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 30tgoaf 6p.5tem Construction Permit Permission is hereby anted to Co"ct( )ReQair( )Up rade(, Aba}don( ) �. System located at �- N 7 1 /�� -4 /1� / ✓ 4,2d and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this"ermit. Date: `. M` ! ° Approvd-d__�yfx.� fj PA ? '' TOWt�f3F B�ARN3TAHL'E � - LOCATION 10 SE-WA YELLAGE r $ ild � ASSESSOR'S':M AP-& LOT " .. t. f. INS'£ALLER'S IdAME'�i PHONE NO: �Llds ' jv C©,ySL Sad-3f�d� o237q SEPTIC TANK CAPACITY' LEACHING FACILI TY (ty rf Js O 1z5(sue) Il 3 6 ,c m s NO..OF BEDROOMS _PRIVATE WELL OR:PUBLIC WATER L4: BUILDER.O OWNER i DATE PERMIT ISSUEII — DATE _COMPLIANCE.ISSUED- (�'-21 ..2,001 VARIANCE GRANTED Yes N777 r � F - - - r 1 -. ) TOP FNDN. AT EL. 10.12' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) / r ACCESS COVER (WATERTIGHT) TO ENGINEER: A. OJALA PE MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6" OF FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM CRAIGVILLE BEACH RD, 10 4' DONNA MIORANDI, RS ,4 WITNESS. 2" DOUBLE WASHED PEASTONE 00 MAPL ,I 10 12 t 7.4' G�'� v RUN PIPE LEVEL DATE: / / -FOR FIRST 2' 0.75 MIN. + �5 ==PPRO;OSED 1500 �y9� PERC. RATE _ < 2 MIN/INCH 44► 9.6, z s 71 ICO�t SEPTIC I TANK H- 10 ) 4 7 � ;jTEE CLASS SOILS P# 9866P,wE W RPR BAFFLE-GAS �9.41' � S 9.2.4' 0 9.06' 0 0 ED C7 C7 O r2' ® SIDES MIN 0.96' CJ C7 C] 0 �'1 a END Q ELEV. --- ( 2 9: SLOPE) �6" CRUSHED STONE OR MECHANICAL " 8.1 Q" � LOC�s ST COMPACTION. (15.221 [2]) DEPTH OF FLOW 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE SL FILL TEE SIZES: 7" INLET DEPTH 10" OUTLET DEPTH a 14 - _ � SAND FILL LOCATION MAP NO SCALE FOUNDATION- ST 10' 62 85r 5 24" PUMP D BOX 20 LEACHING AB ASSESSORS MAP 249 PARCEL 49 13, CHAMBER FACILITY LS BENCHMARK - CTR. OF CATCH BASIN USE ADJ. WATER AT EL 3.1' B ELEVATION = 8.85 (NGVD) LS (TIDALLY INFLUENCED & HIGH WATER MARK IN BASEMENT AT EL 3.1') 36„ 7.5Y 4/6 6.4' 1 C ICESSPOOL THIS AREA MS (SEE NOTE 10) 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACH FACILITY, DOWN TO SUITABLE SOIL 84" obs water 2.4' LAYER. REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL 1 OYR 6/6 6 7 14O't EDGE ROW C �J //� NOTE: PLACE 30 MIL LINER AROUND PERIMETER OF LEACH 9O" 5.6 -- -"" / FACILITY, 5' OFF FACILITY (AT EXTENT OF REMOVAL). TOP 3.5 5.4 ^ 0 � C.O. 8.8 DRIVEWAY 8.9 / ELEVATION AT 9.6', BOTTOM EL. AT 5.6' 77 I• x �� C.O. / g•._ _ _ - I NOTES: IINV. OUT ' " 2 8 x/ " -- 7.4' ,4 4 p SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS NGVD � �>< EXISTING DWELL. � DESIGN FLOW: _L BEDROOMS 110 GPD - 330 GPD 2. MUNICIPAL WATER IS EXISTING TOP FNDN = 10.12 I o ( ) USE A MO GPD DESIGN FLOW. _ 3. ► iNIMUM PIPE P►rGH TO BE 1/8" PER FOOT. x L O TS 5 2 & 554 7.3 1 0. o it rn �+ P.a 11,400 ' s.f. o p SEPTIC TANK 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 a 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT. (UPLAND) INV. OUT t '� USE A _- _ GALLON SEPTIC TANK 3.s i � 529' y j4 � - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. x C.O, 13, 9 LEACHING: ENVIRONMENTAL CODE TITLE V. 5 v 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I x 9.3 AA = 330/.75 = 440 SF TO BE USED FOR ANY OTHER PURPOSE. ,� 6.6 7.7 9 o x I m (1 + 11) x (1 + 36) = 444 SF 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ s� 1 �� 5p �`v 98 TOTAL: 444 S.F. 330 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT '4.1 LL"X-----X�X____ 7 USE 4 FLO DIFFUSORS WITH 3.5 STONE AT SIDES INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PC W-----_ SECOND WATERLINE MARKED FROM BOARD OF HEALTH, W OUT. UNKNOWN OWNER - MAY AND 2' AT ENDS ROW -g-- HEDGE NEED RE-ROUTING. 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM -Q'A- 9.0 >T� _ - - 122't 7 � CUE PLAN WATERLINE TO HOUSE MUST BE RE-ROUTED LEGEND 7 6 3k� 4.oy CESSPOOL THIS AREA (SEE TO BE GREATER THAN 10' FROM LEACH _ NOTE 10) FACILITY. NOTE: 2 WATERLINES WERE 100.0 PROPOSED SPOT ELEVATION OF MARKED OUT ON THIS SITE E N TH VE N U E 100x0 EXISTING SPOT ELEVATION IN THE VILLAGE 0 "MAX, FEASIBLE COMPLIANCE" FOR SAS (15.405): 100 PROPOSED CONTOUR `/�/ /� [� ' REDUCTION TO PROPERTY LINE (10' TO 5') Y Y E S T �A N I I \ T REDUCTtQk.0 FOUNDATION (20' TO 10') - 1 00 - EXISTING CONTOUR PREPARED FOR: M I C K E Y ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING, ALARM TO BE ON INV. IN 4.65' SEPARATE CIRCUIT FROM PUMP 1000G 2" PRESSURE PIPE TO D'BOX AL. H-10 S 0 2. ALARM ON FLOAT SWITCH 60 / O 800 GAL.+ SLOPE TO DRAIN BACK TO PC BOARD OF HEALTH �' RESERVE WEEP HOLE AIIIIIIIIIIIF SETTINGS: PUMP ON CHECK VALVE $ MA SCALE: 1 = 2 E: MOVE �R 5, 2000 4" WORKING RANGE " ZOELLER "WASTEMATE" APPROVED DATE Aw 4" SUBMERSIBLE MODEL-°'M282 1/2 HP PUMP PUMP OFF 4 SYSTEM (OR EQUAL) f off 508-362-4541 oc>pcae�o a000 �e aooa fox 508 362-98b0 6" CRUSHED STONE DR ,_„_..•�- COMPACTION ---- " + - I PUMP CHAMBER down cape en ineerin , inc. OF (NOT TO SCALE) OF MgJJ ��� cy WATERPROOFED PUMP CHAMBER REQUIRED CIVIL ENGINEERS H. = T LAND SURVEYORS U Now 00--281 939 main st. yarmouth, ma 02675 A � s .�N .s. DATE Al p0 70P FNDN. A7 EL. 10.12' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) / ACCESS COVER (WATERTIGHT) TO ENGINEER: A. OJALA. PE CRaicV1LLE BEACH RD. .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 10.4' WITNESS: DONNA MIORANDI, RS '4 2" DOUBLE WASHED PEASTONE 1O 12 OO I s ��A RUN PIPE LEVEL 0.75' MIN. DATE: / / I MAPLk 7.4' -- - -9, FOR FIRST 2' PERC. RATE < 2 MIN/INCHPROPOSED 5 2 GALLOIJ SEPTICTANK H- 1O } 4.7 �I TEE CLASS SOILS p# 9866 NE ( GAs W T RP F BAFFLE 9.41' "� 9.24 9.06' o 'MIN O O O O f�. O 2'0 D- Q ELEV.2 X SLOPE) 16" CRUSHED STONE OR MECHANICAL 0196 I 1 W 8'1 0" - LDS , COMPACTION. (15.221 [2]) DEPTH OF FLOW 4 ( 1 % SLOPE) ( 1 SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE SL FILL TEE SIZES: 7" INLET DEPTH a 10" rr OUTLET DEPTH 14 SAND FILL 5' LOCATION MAP NO SCALE 85' 24" FOUNDATION- 13, ST 10' PUMP 62' D' BOX 20' LEACHING AB ASSESSORS MAP 249 PARCEL 49 CHAMBER FACILITY LS BENCHMARK - CTR. OF CATCH BASIN USE ADJ. WATER AT EL 3.1' B ELEVATION 8,85 (NGVD) (TIDALLY INFLUENCED & HIGH WATER LS MARK IN BASEMENT AT EL 3.1') 36" 7.5Y 4/6 6.4' C CESSPOOL THIS AREA MS (SEE NOTE 10) 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACH FACILITY, DOWN TO SUITABLE SOIL 84" obs water 2.4' LAYER. REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL, 1 OYR 6/6 140'f EDGE ROW �/ // NOTE: PLACE 30 MIL LINER AROUND PERIMETER OF LEACH 5 4 5.6 6.7 / - / FACILITY, 5' OFF FACILITY (AT EXTENT OF REMOVAL). TOP 90 315 / C.O. C.O. 8.8 DRIVEWAY_ 8'9- / ELEVATION AT 9.6', BOTTOM EL. AT 5.6' X NOTES: . t I I INV. OUT = !� i 2.8 X/ 7.4 ,4 o SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS NGVD ' _EXISTING DWELL. DESIGN FLOW: 3 BEDROOMS 110 GPD - 330 GPD 2. MUNICIPAL WATER IS EXISTING TOP FNDN = 10.12 I o y ( ) USE A 330 GPD nEc�GN FLOW 3. MINIMUM PIPE PI rCH TO BE 1/8" PER . F00T. f I(L 0 TS 5 2 & 554 7.3 10.4 QDo- o p SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 I P.4 11,400- S.f. o I -n �• 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1500 (UPLAND) INV. OUT 'I USE A ____ GALLON SEPTIC TANK 3.9 I � 5 zg' 9 � � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. X 9 ING: ENVIRONMENTAL CODE TITLE V. S v LEACH 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT X C AA = 330/.75 = 440 SF TO BE USED FOR ANY OTHER PURPOSE. 7.7 9 0 9 3 (1 + 11) X (1 + 36) = 444 SF 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. X 6.6 , rn z TOTAL: 444 S F 330 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT `4.1 61�`-X-fX- \ 5� \ ~� 9.8 USE 4 FLO DIFFUSORS WITH 3.5' STONE AT SIDES INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �X---- PC W-�-- _ SECOND WATERLINE MARKED FROM BOARD OF HEALTH. `-- < \ W OUT. UNKNOWN OWNER -a.o MAY AND 2' AT ENDS HEDGE ROW -g-- NEED RE-ROUTING. 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM �> -Q-®' -4, + - 122't WATERLINE TO HOUSE MUST BE RE-ROUTED LE "/ LE PLAN ND � 4.oy NOTE o)CESSPOOL THIS AREA (SEE TO BE GREATER THAN 10' FROM LEACH / 1"FACILITY. NOTE: 2 WATERLINES WERE 100.0 PROPOSED SPOT ELEVATION OF CC MARKED OUT ON THIS SITE 163 G N TH VE N U E 10OX0 EXISTING SPOT ELEVATION IN THE VILLAGE 0 . "MAX, FEASIBLE COMPLIANCE" FOR SAS (15.405): 1OOl� PROPOSED CONTOUR ` REDUCTION TO PROPERTY LINE (10' TO 5) V V L,n,[".._�T N P; R T REDUCTIOX.7p FOUNDATION (20' TO 10') ALARM AND CONTROL PANEL '- '- 100 - -- EXISTING CONTOUR PREPARED FOR: M I C K E Y TO BE INSTALLED INSIDE BUILDING, ALARM TO BE ON INV. IN 4.65' SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S 2" PRESSURE PIPE T`O D'BOX 0 20 ,% Q 60 ALARM ON 800 GAL.+ SLOPE TO DRAIN BACK TO PC BOARD OF HEALTH ' FLOAT SWITCH RESERVE WEEP HOLE SETTINGS: PUMP ON CHECK VALVE 4" WORKING RANGE 8" APPROVED DATE MA SCALE: 1 = 2 E: /HOVE R 5, 2000 ZOELLER "WASTEMATE" i 4" SUBMERSIBLE MODEL-°'M282 1/2 HP BUMP PUMP OFF 4 SYSTEM (OR EQUAL) / off 508-362-4541 / fox 508 362-9WO 6" CRUSHED STONE OR COMPACTION - PUMP CLAMBER down cape engineering, inc. `, OF .(NOT TO SCALE) o� OF MgJJ yC�O��� WATERPROOFED PUMP CHAMBER REQUIRED CIVIL ENGINEERS A u m LAND SURVEYORS U H. Nc 00---2.51 939 main st. yarmouth, ma 02675 A s� ,�N ,S. DATE A� p0